Halfen Brickwork Support Fm 18-E

HALFEN BRICKWORK SUPPORT FM 18-E

FAÇADE

NEW! • The Brickwork Support Bracket 5.0 • HK5 - with increased load capacities and reduced thermal heat transfer HALFEN SUPPORT BRACKETS Contents

Introduction 4–6

- Brickwork support 4–5 - Thermal bridges 6

HALFEN Support brackets 7–26

- Sample applications 7–9 - Single support brackets HK5 - U, HK5 - W 10–11 - Angle support brackets HK5 - F 12–13 - Suspension loops HSL 14–15 - Angle support brackets HK5 - P 16 - Bolt-on angles KW and KWL 17 - Support angles HW 18–19 - Single support brackets for precast lintels HK5 - S 20 - HTA-ES and FSW for precast lintels 21 - Grout-in brackets KM 22 - Parapet support brackets HAV 23 - Cavity-ties HEA and LSA 24–26

HALFEN Fixing system 27–32

- Overview 27 - Fixing systems for concrete 28–31 - Cast-in channels HTA-CE 28 - HB-V Bonded anchors 29 - Injection systems HB-VMZ and HB-VMU Plus 29–30 - HB-BZ Bolt anchors 31 - HB-B Bolt anchors 31 - HK-DA anchoring to thin slabs 32

Fixing systems for masonry

- HALFEN HB-VMU Injection system for solid brick masonry 32

Wall connection systems 33-35

- Wall tie systems ML and BL 33–35

- Fire-wall connections 35 l

Technical principles and tender text examples 36–43

- HK5 Support bracket calculation tables 36 - Accessories / Tender text examples 37 - Installation instructions 38 - Brickwork in accordance with DIN EN 1996 39 - Expansion joints 40 - Further HALFEN Façade fixing systems 41 - The HALFEN Product range 42 - Contact HALFEN Worldwide 43

More than just a pretty face – an introduction to brick façades

Facing bricks have excellent material characteristics and are therefore an outstanding solution for durable façade construction. They are maintenance free and weather resistant. With the broad selection available they offer numerous design possibillities and are suitable for different architectural styles. Used in the proven two-leaf construction method they also provide optimal thermal and acoustic insulation.

Based on many years of experience and with our focus on the increased requirements on energy efficiency, HALFEN continues to develop and improve its brickwork façade support brackets. THE BRICKWORK SUPPORT BRACKET 5.0 NEW! HK5 – with increased load capacities and reduced thermal heat transfer

The new 5.0 generation of brickwork In addition, the HALFEN HK5 Brickwork support anchors has significant advan- support brackets are now suitable for tages: With its slim structural design up to 14% higher loads. thermal bridging has again been The number of anchors and the time reduced by up to 27% in comparison required for installation can therefore with the already improved HK4 Thermo. be reduced. Additional measures for insulation, Façade construction becomes more for example, placing insulation strips economic with higher energy efficiency. between the wall and the brackets or similar insulation components are no longer necessary.

Manufactured with in-house production control and CE marked according to DIN EN 845-1/ DIN EN 845-2

Quality management-system for production facilities according to DIN EN ISO 9001

www.dnvgl.com

ALFEN products for façade HALFEN HK5 Brickwork support Hconstruction are a combination bracket of many years of experience with with increased load capacities and continuous innovation. reduced thermal heat transfer This ensures: top safety standards, fastest building progress and cost Our familiar quality eﬃ cient high durability. • up to 350 mm cantilevers • ± 20 mm vertical adjustability • ± 15 mm horizontal adjustability New load range NEW! • up to14% increased load capacities • 4.0 kN instead of 3.5 kN • 8.0 kN instead of 7.0 kN New lean duplex material • 12.0 kN instead of 10.5 kN • stainless high-grade steel of corrosion resistance class (CRC) III Reduced thermal heat transfer • building authority approved • yield limit ≥ 400 N/mm² • the slim structural design improves allows the cross section to  - values by up to 27% be reduced without reducing • an expert report confirms a reduced the load capacity influence to the heat transmission coefficient U [W/(m² K)] of a façade • no additional thermal insulation is Quality check system required • building authority approved bracket head • type tested brackets for up to 350 mm cantilevers

HALFEN Brick ties

• universal application • time saving, no bending of ties required • verified and building authority approved for numerous bricks and mortar combinations • approved for large gaps

www.halfen.com/products/brickwork support systems

Thermal bridge loss coefficient  (chi) for HK5 Brickwork supports b L0

Support sub-structure L

Thermal insulation

L a a

L0 HK5

Section a - a Section b - b b Thermal-bridges in HK5 Single support brackets loss. The brick-cladding is supported by HK5 Brackets through the insulation layer to the main structure. These A brickwork façade is a durable construction with a pleasing brackets cause thermal heat bridges. With effective planning aesthetic appearance and low maintenance costs. Cavity wall our aim is to keep the thermal heat bridges as small as construction is a very reliable design method providing good possible. Using the thermal heat loss coefficient (chi) it is heat insulation, a good moisture barrier as well as being a  possible to determine the exact effect of the HK5 Support good noise barrier. Of increased importance is thermal heat brackets on the heat transmission coefficient for the wall. Thermal conductivity – insulation /  = 0.035 (W/mK) ;  (chi) -value per bracket (W/K) Thermal insulation d [cm] 2468101214161820222426 4.0 - 130 0.087 0.080 HK5 - 8.0 - 130 0.114 0.108 12.0 - 130 0.128 0.123 4.0 - 150 0.074 0.077 0.055 HK5 - 8.0 - 150 0.098 0.110 0.083 12.0 - 150 0.110 0.125 0.096 4.0 - 170 0.066 0.063 0.041 0.028 HK5 - 8.0 - 170 0.082 0.083 0.058 0.040 12.0 - 170 0.094 0.098 0.069 0.045 4.0 - 190 0.066 0.062 0.039 0.028 0.022 HK5 - 8.0 - 190 0.082 0.081 0.055 0.038 0.031 12.0 - 190 0.093 0.096 0.065 0.044 0.035 4.0 - 210 0.065 0.062 0.038 0.027 0.022 0.018 HK5 - 8.0 - 210 0.081 0.081 0.053 0.035 0.030 0.026 12.0 - 210 0.093 0.095 0.064 0.042 0.034 0.029 4.0 - 230 0.066 0.064 0.041 0.029 0.024 0.021 0.018 HK5 - 8.0 - 230 0.081 0.081 0.053 0.036 0.029 0.025 0.021 12.0 - 230 0.094 0.097 0.065 0.043 0.033 0.028 0.025 4.0 - 250 0.066 0.063 0.041 0.029 0.024 0.021 0.018 0.016 HK5 - 8.0 - 250 0.081 0.081 0.063 0.035 0.028 0.024 0.022 0.019 12.0 - 250 0.094 0.097 0.065 0.043 0.033 0.028 0.025 0.022 4.0 - 270 0.067 0.064 0.041 0.029 0.024 0.021 0.018 0.016 0.014 HK5 - 8.0 - 270 0.081 0.082 0.053 0.035 0.028 0.024 0.021 0.019 0.017 12.0 - 270 0.094 0.096 0.065 0.043 0.033 0.028 0.025 0.022 0.020 4.0 - 290 0.067 0.064 0.041 0.029 0.024 0.021 0.018 0.016 0.015 0.013 HK5 - 8.0 - 290 0.081 0.082 0.053 0.035 0.028 0.024 0.021 0.019 0.017 0.016 12.0 - 290 0.097 0.100 0.070 0.047 0.038 0.032 0.028 0.026 0.023 0.021 4.0 - 310 0.067 0.064 0.041 0.030 0.025 0.022 0.019 0.017 0.015 0.014 0.012 HK5 - 8.0 - 310 0.081 0.081 0.053 0.036 0.029 0.025 0.022 0.019 0.017 0.016 0.014 12.0 - 310 0.097 0.100 0.070 0.048 0.038 0.033 0.029 0.026 0.023 0.021 0.019 4.0 - 330 0.073 0.071 0.049 0.037 0.031 0.027 0.024 0.022 0.020 0.018 0.017 0.015 HK5 - 8.0 - 330 0.087 0.088 0.061 0.043 0.036 0.031 0.027 0.025 0.022 0.021 0.019 0.017 12.0 - 330 0.097 0.100 0.070 0.047 0.038 0.033 0.028 0.025 0.023 0.021 0.020 0.018 4.0 - 350 0.072 0.070 0.049 0.036 0.031 0.027 0.024 0.022 0.020 0.018 0.017 0.016 0.014 HK5 - 8.0 - 350 0.086 0.087 0.060 0.043 0.036 0.029 0.027 0.024 0.022 0.020 0.019 0.018 0.016 12.0 - 350 0.095 0.098 0.069 0.046 0.037 0.031 0.026 0.025 0.023 0.021 0.019 0.018 0.017 Façade with core insulation

Applications

HK5-U The universal standard for support in transverse joints is available in several types, see page 10–11

HK5-FV The standard type for support above window openings allows larger spacing behind the support brackets. Variants for different applications are available, see page 14–15

HK5-S with HTA-ES Precast lintel support The precast unit is horizontally and vertically adjustable for exact alignment, see page 21

Materials: L4: Steel, corrosion resistance class (CRC) III according to Z-30.3-6 (Group 1.4062, 1.4162, 1.4362…). A4: Steel, corrosion resistance class (CRC) III according to Z-30.3-6 and EN 1993-1-4: 2006, table A.1, row 3 (Group 1.4404, 1.4571…). A2: Steel, corrosion resistance class (CRC) II according to Z-30.3-6 and EN 1993-1-4: 2006, table A.1, row 2 (Group 1.4307…). HCR: Steel, corrosion resistance class (CRC) IV according to Z-30.3-6 and EN 1993-1-4: 2006, table A.1, row 4 (Group 1.4439, 1.4462…).

Continuous wall surface

 HK5-U Single support brackets, spacing e = 25 cm, see page 10–11

  HK5-U Single support brackets, spacing e ≥ 50 cm, horizontal expansion joint and HW 95 Support angle,  see page 10 and page 18–19

 HK5-P Angle support brackets, spacing e = 50 cm,  see page 16

horizontal expansion joint  HK5-F Angle support brackets, see page 13 

horizontal expansion joint vertical expansion joint

The bracket is hidden in the Support over wall openings perpendicular joint; a notch is cut into the brick to allow for the bracket.  HK5-F Support with visible angle support bracket, see page 12 

 HK5-F Support with hidden angle support bracket and HSL Suspension loops, see page 14–15

 Support brackets for precast lintels with HK5-SV single support  brackets, the lintel is supported by HALFEN HTA-ES Channels with cast-in metal loops, see page 19–21

 KWL Angles; anchor bolt fixing,  see page 17 

KM Grout-in wall anchors

Support with grout-in brackets and angle support brackets placed between the grout-in brackets, see page 22

HAV Parapet support brackets horizontal sliding Wind-resistant support of parapet brickwork joint facing on horizontally sliding roof slabs, see page 23

HK5-FLR Support brackets for brick-facing on columns

With angle support brackets, special construction, see page 13

HK Special support brackets for larger loads (loads up to 26 kN)

Model HK0-UL – 0.5 H for low height installations

Cavity wall ties for horizontal load support, see page 24–26

Brickwork connection anchor for horizontal load support, see page 33–35 l

Installation with HALFEN Anchor bolt systems: More information can be found in Technical Product Information: “HALFEN HB Anchor bolt systems“.

HK5 - U HK5 - UV HK5 - UT

≥ ar ≥ ar d d

x x ≥ ar d c2 c2 40

s K a v K x b K s a s b c 115 b c c 115 c2

The HK5-U Single support bracket is a standard single bracket with optimized web Note: plate and a support-plate. Used in combination with HALFEN HTA Cast-in channels, • c2 = required edge distance according to type test report or static calculation the adjustable HK5-U Wall bracket provides an easy-to-install, cost-effective and safe • additional suspension height up to 350 mm construction. • ar = required edge distance according to The specified load-bearing capacities are for fixings in concrete ≥ C20/25. the technical approval for the anchorage

Accessories Order example: type version load level stand-off K material Brick wall tie for drill Brick wall tie, HK5 - U - 8.0 - 190 - L4 fixing, see page 25, 26 see page 24

Selecting HK5 Single support brackets

Spacing a Allowable load FV =4.0 kN Allowable load FV = 8.0 kN Allowable load FV = 12.0kN from wall (FRd = 5.4 kN) (FRd = 10.8 kN) (FRd = 16.2 kN)  [mm] 115 a Length K x Length K x Length K x -U 40 ± 15 130 150 130 200 130 264 60 ± 15 150 150 150 200 150 264 -UV 80 ± 15 170 150 170 200 170 264 x 100 ± 15 190 150 190 200 190 264 -UT 120 ± 15 210 150 210 200 210 264

≤16 K 140 ± 15 230 175 230 250 230 314 -W* 160 ± 15 250 175 250 250 250 314 180 ± 15 270 180 270 270 270 334 -WV* 200 ± 15 290 200 290 290 290 354 220 ± 15 310 220 310 310 310 374 240 ± 15 330 240 330 330 330 394 260 ± 15 350 260 350 350 350 414 Dimensions Support plate b × c × s 80 × 60 × 3 80 × 60 × 4 100 × 80 × 5 in mm Notch spacing d 12.5 16.5 16.5 * HK5-W only for load range 4.0 kN and 8.0 kN / HK5-WV only for load range 4.0 kN  other brick dimensions are also possible

HK5 - W HK5 - W HK5 - U with suspension loop

≥ ar

≥ ar d d ≥ a x r

x d c2 x c2 v s K s K b b a c2 a c c s K a 115 b 115 c

115

Example: Brickwork cladding support with height = H ≤ 6.00 m

e.g. HTA-CE 38/17

DF ej ej HK5 - W - 4.0 HK5 - U - 4.0 HK5 - U - 4.0 HK5 - W - 4.0 ej = expansion joint HK5 - U - 4.0 cj = construction joint

Example: Support with and without support angle All dimensions in mm

Single HTA-CE Short piece Continuous HALFEN Cast-in channel, for example; HTA-CE 38/17 HK5 Wall bracket

Loose HW Support angle see page 18+19 seepage 36 for load table

HK5 - F HK5 - FV

d d ≥ ar ≥ ar x

x c2 c2

L V L

b K b K

Standard version HK5 with angle and two supports With height offset to the front; additional suspension height v up to 350 mm

For support of low-height brickwork Note: Support the brickwork while work Standard lengths [mm] for HK5 - F/- FV cladding, e.g. parapets above window is in progress until sufficient stability L1 L2 L openings; allows larger brackets spacing. has been reached to avoid excessive 247.5 500 995 deflection of the angle support bracket. 247.5 750 1245 247.5 1000 1495

Note: Order example: • c2 = required edge distance according to type type test report or static calculation version • additional suspension height up to 350 mm max. load • ar = required edge distance according to wall bracket the technical approval for the anchorage stand-off length K bracket length L material HK5 - F - 8.0 - 190 - 1245 - L4

Selecting HK5 Angle support bracket    Spacing a Allowable load FV = 4.0 kN Allowable load FV = 8.0 kN Allowable load FV = 12.0 kN from wall (FRd = 5.4 kN) (FRd = 10.8 kN) (FRd = 16.2 kN) [mm] Length K x Length K x Length K x 115 a 40 ± 15 130 150 130 200 130 264 60 ± 15 150 150 150 200 150 264 - F 80 ± 15 170 150 170 200 170 264 100 ± 15 190 150 190 200 190 264 x - FV 120 ± 15 210 150 210 200 210 264 140 ± 15 230 175 230 250 230 314 160 ± 15 250 175 250 250 250 314 ≤16 K 180 ± 15 270 180 270 270 270 334 200 ± 15 290 200 290 290 290 354 220 ± 15 310 220 310 310 310 374 240 ± 15 330 240 330 330 330 394 260 ± 15 350 260 350 350 350 414 Dimensions Angle width b 100 100 100 in mm Width of notched bracket d 12.5 16.5 16.5  allowable load, HK5 Angle support brackets

HK5 - FR HK5 - FLR

Right-corner support element Left- and right-corner support element Custom solutions: e.g. for columns HK5 - FL with left-hand corner Angle support brackets; more than 2 brackets and custom (HK5-FLR for columns, 2 corner elements) dimensions, max. L ≤ 4000 mm

Elevation Elevation

Maintain edge Planclearance Plan

Order example: HK5 - FL - 8.0 - 180 - 990 (305/440/245) HK5 - F - 8.0 - 180 - L (L1/L2/L3/L4/L5)

HK5 - FL with left-corner, with 1 lateral anchor strap

Elevation Vertical section Lateral lug anchor

Lateral Plan lug anchor

restraint bolt

Order example: HK5 - FL - 8.0 - 180 - L (L1/L2/L3) with 1 lateral strap anchor, left Restraint bolt

Overview

HK5 - F (page 12) HK5 - U (page 11) with adjustable suspension loops with HSL - A1 - 1 loose type HSL - W40 - 1 (90 × 40 × 4) suspension loops

HK5 - S (see page 20) with HTA-ES

building authority approved

HSL - Z01 Ø = 4

l = 1000 and 3000 mm

Stainless steel wire as longitudinal reinforcement for suspended soldier courses, diameter Ø 4 mm, material: W 1.4571 or 1.4404 (A4)

Example: supporting soldier courses with concealed supports Note: Bricks have to be suitable for application in soldier courses (rough surface). Detail with prefabricated lintel

HK5 - F HK5 - S Angle Support support bracket bracket

Place Precast HSL - W lintel with loop HALFEN onto the HSL - Z01 Cast in bracket channel. and allow to hang. Temporary support (timber HTA - ES 2 longitudinal bars batten) see page 21 (to be inserted in sections)

Selection – suspension loop type HSL Support Type bracket Article name Design dimensions [mm] bcs 1 W20 90 - 100 20 2 - 6 HSL - W20 - 1 1 W30 90 - 100 30 3 - 6 HSL - W30 - 1 1 W40 90 - 100 40 3 - 6 HSL - W40 - 1 1 W50 90 - 100 50 3 - 6 HSL - W50 - 1

l = 180 1 W60 90 - 100 60 3 - 6 HSL - W60 - 1

l = 180 Ø = 4 Ø = 4 1 W70 90 - 100 70 4 - 8 HSL - W70 - 1 1 W80 90 - 100 80 4 - 8 HSL - W80 - 1 HSL - A1 - 1 1 W90 90 - 100 90 4 - 8 HSL - W90 - 1 1A1 Support bracket b=80 HSL - A1 - 1 2 W20 90 - 100 20 2 - 6 HSL - W20 - 2 2 W30 90 - 100 30 3 - 6 HSL - W30 - 2 2 W40 90 - 100 40 3 - 6 HSL - W40 - 2 Ø = 4

l = 46 2 W50 90 - 100 50 3 - 6 HSL - W50 - 2 2 W60 90 - 100 60 3 - 6 HSL - W60 - 2 HSL - A1 - 2 2 W70 90 - 100 70 4 - 8 HSL - W70 - 2 2 W80 90 - 100 80 4 - 8 HSL - W80 - 2 l = 46 Ø = 4 2 W90 90 - 100 90 4 - 8 HSL - W90 - 2 2A1 Support bracket b=80 HSL - A1 - 2 3 W20 90 - 100 20 2 - 6 HSL - W20 - 3 3 W30 90 - 100 30 3 - 6 HSL - W30 - 3 3 W40 90 - 100 40 3 - 6 HSL - W40 - 3 3 W50 90 - 100 50 3 - 6 HSL - W50 - 3 3 W60 90 - 100 60 3 - 6 HSL - W60 - 3 l = 100 3 W70 90 - 100 70 4 - 8 HSL - W70 - 3 Ø = 4 3 W80 90 - 100 80 4 - 8 HSL - W80 - 3 3 W90 90 - 100 90 4 - 8 HSL - W90 - 3 4 W20 90 - 100 20 2 - 6 HSL - W20 - 4 4 W30 90 - 100 30 3 - 6 HSL - W30 - 4 4 W40 90 - 100 40 3 - 6 HSL - W40 - 4 4 W50 90 - 100 50 3 - 6 HSL - W50 - 4 4 W60 90 - 100 60 3 - 6 HSL - W60 - 4

l = 225 4 W70 90 - 100 70 4 - 8 HSL - W70 - 4 4 W80 90 - 100 80 4 - 8 HSL - W80 - 4 Ø = 4 4 W90 90 - 100 90 4 - 8 HSL - W90 - 4

5 W20 90 - 100 20 2 - 6 HSL - W20 - 4 5 W30 90 - 100 30 3 - 6 HSL - W30 - 4 5 W40 90 - 100 40 3 - 6 HSL - W40 - 5

l = 46 5 W50 90 - 100 50 3 - 6 HSL - W50 - 5 Ø = 4 5 W60 90 - 100 60 3 - 6 HSL - W60 - 5 l = 250 5 W70 90 - 100 70 4 - 8 HSL - W70 - 5 5 W80 90 - 100 80 4 - 8 HSL - W80 - 5 5 W90 90 - 100 90 4 - 8 HSL - W90 - 5 HSL - D1 Ø = 4 D1 For expansion joints HSL - D1

HK5 - P HK5 - PV

≥ ar ≥ ar d d

x x

300 V b K 300 b K

The HK5-P are used primarily in standard wall situations and Each side of the short bracket provides ample support for a at corners, e.g. internal corners or vertical joints. brick. The HK5 Angle support brackets are spaced at 50 cm. Example: Supporting brickwork cladding with height H ≤ 3.00 m

HALFEN Channel type HTA-CE 38/17 – K HALFEN Channel type HTA-CE 38/17 – K Horizontal 500 section

Expansion joint Expansion joint Expansion joint HK5-P-4,0 HK5-P-4,0 HK5-P-4,0 HK5-P-4,0

Selecting HK5 Angle support brackets Distance a Allowable load FV = 4.0 kN  Allowable load FV = 8.0 kN  Allowable load FV = 12.0 kN  from wall (FRd = 5.4 kN) (FRd = 10.8 kN) (FRd = 16.2 kN) [mm] Length K x Length K x Length K x 40 ± 15 130 150 130 200 130 264  60 ± 15 150 150 150 200 150 264 115 a 80 ± 15 170 150 170 200 170 264 100 ± 15 190 150 190 200 190 264 120 ± 15 210 150 210 200 210 264

x 140 ± 15 230 175 230 250 230 314 160 ± 15 250 175 250 250 250 314

≤16 K 180 ± 15 270 180 270 270 270 334 200 ± 15 290 200 290 290 290 354 220 ± 15 310 220 310 310 310 374 240 ± 15 330 240 330 330 330 394 260 ± 15 350 260 350 350 350 414 Dimensions Support angle b 100 100 100 in mm Notch width d 12.5 16.5 16.5 other brick dimensions are also possibleload range/HK5 Angle support bracketsadditional suspension height up to 350 mm

Bolt-on angle KW Bolt-on angle KWL

22 250

250

11×25 22 r 11×25 s ≥ a r

L s ≥ a x x L h h

K K Dimensions in [mm]

The KWL and KW Bolt-on angles provide a simple alternative Order example: for supporting continuous brick cladding. The KW and KWL type Bolt-on angles are used when the support structure is intended load level to remain visible from below but the ventilation gap and the length K thermal insulation are to be concealed. length of angle L KWL - 3.2 - 170 - 750

Selecting KW Bolt-on angle

   Spacing a Allowable load FV = 1.2 kN Allowable load FV = 2.1 kN Allowable load FV = 3.2 kN 115 from wall (FRd = 1.6 kN) (FRd = 2.8 kN) (FRd = 4.3 kN) [mm] Length K xhLength K xhLength K xh

10 - 20 100 74 100 100 72 100 100 70 100

30 - 40 120 94 120 120 92 120 120 90 120 dimensions Material 468 in mm thickness s  other brick dimensions are also possible  load range/bolt-on angle

Selecting KWL Bolt-on angle

  Spacing a Allowable load FV = 1.5 kN Allowable load FV = 3.2 kN from wall (FRd = 2.0 kN) (FRd = 4.3 kN) [mm]  Length K xhLength K xh 115 20 - 40 130 104 130 130 102 130 45 - 60 150 124 150 150 122 150 65 - 85 170 144 170 170 142 170 85 - 100 190 174 200 190 172 200 105 - 120 210 194 220 210 192 220 125 - 140 230 224 250 230 222 250 145 - 160 250 244 270 250 242 270 dimensions in mm Material 46 thickness s  other brick dimensions are also possible  load range / bolt-on angle

HW-95 Support angle, type-tested

The HW-95 Support angles are placed between two HK5 Single support brackets on the support flanges. Only used with brick arch-action. e For article number, see price list.

Spacing Length of Angle between the support dimensions HK5 Support bracket brackets e L b × c × s

L 500 480 95 × 20 × 2 750 730 95 × 30 × 3 dimensions in mm 1000 980 95 × 40 × 4 Note: HW Support angles with a support width of 80 mm are available for bricks of d = 90 mm

Case A: HW Support angle used in a non-suspended lintel over an opening

Case A: Non-suspended with arch-action 25 cm without S H 1 h s c h = 0.866 x L  L 60° L W b

Ls Lw st h L

Case A: HW for a non-suspended lintel

Clear Support Load height H [m] for d ≤ 11.5 cm,  ≤ 18kN/m³ width angle h length ≤ 1.00 ≤ 1.25 ≤ 1.50 ≤ 1.75 ≤ 2.00 ≤ 2.25 ≥ 2.25 [m] LW L Dimensions of angle support b × c × s [mm] 510 700 90 × 30 × 3 90 × 30 × 3 90 × 30 × 3 90 × 30 × 3 90 × 30 × 3 90 × 30 × 3 90 × 30 × 3 0.497 760 950 90 × 60 × 3 90 × 30 × 3 90 × 30 × 3 90 × 30 × 3 90 × 30 × 3 90 × 30 × 3 90 × 30 × 3 0.713 1,010 1,200 90 × 60 × 4 90 × 60 × 4 90 × 45 × 3 90 × 45 × 3 90 × 45 × 3 90 × 45 × 3 90 × 45 × 3 0.930 1,260 1,450 90 × 60 × 5 90 × 60 × 5 90 × 70 × 5 90 × 60 × 3 90 × 60 × 3 90 × 60 × 3 90 × 60 × 3 1.146 1,510 1,700 90 × 90 × 4 90 × 90 × 4 90 × 90 × 4 90 × 90 × 5 90 × 90 × 4 90 × 90 × 4 90 × 90 × 4 1.363 1,760 1,950 90 × 90 × 5 90 × 90 × 5 90 × 90 × 6 90 × 90 × 8 90 × 90 × 4 90 × 90 × 4 90 × 90 × 4 1.579 Dimensions in mm 2,010 2,200 90 × 90 × 8 90 × 100 × 8 90 × 100 × 8 SK SK SK 90 × 90 × 8 1.796

= with arch-action = without arch-action SK = custom angle including static verification

Loading on the support angle Without arch-action: With arch-action (see also DIN 1996). Note: Support the lintel until the mortar has hardened, (timber batten, see page 14)

Assumption 1. Load height h ≤ H 2. No openings in the arch-triangle 3. No point loads in arch-triangle 4. Space available at sides to transfer shear forces (see PFM Design handbook)

Load height = H [m] Load height h = 0.866 × LS [m] Load q = H × d ×  [kN/m] Load q = h × d ×  [kN/m]

Static span LS = Lw + 2 × support length/3 [m] Length of angle L = Lw + 2 × support length [m] 2 Mmax = q × LS /8 [kNm] Static span LS = Lw + 2 × support length/3 [m] 2 Vmax = q × LS/2 [kN] Mmax = q × Ls /12 [kNm]

Vmax = q × LS/4 [kN]

Case B: HW Support angle used as a suspended lintel over an opening with arch-action 25 cm without L S L · 1 H h s

c h = 0,866 0.866  60° LW b

LS st h LW L

Case B: HW with suspended lintel

Clear Angle Load height H [m] for d ≤ 11.5 cm.  ≤ 18 kN/m³ width support length h ≤ 1.00 ≤ 1.25 ≤ 1.50 ≤ 1.75 ≤ 2.00 ≤ 2.25 ≥ 2.5 [m] LW L Dimensions of angle support b × c × s [mm] 510 700 90 × 30 × 3 90 × 30 × 3 90 × 30 × 3 90 × 30 × 3 90 × 30 × 3 90 × 30 × 3 90 × 30 × 3 0.497 760 950 90 × 60 × 4 90 × 45 × 3 90 × 45 × 3 90 × 45 × 3 90 × 45 × 3 90 × 45 × 3 90 × 45 × 3 0.713 1,010 1,200 90 × 60 × 4 90 × 60 × 5 90 × 60 × 3 90 × 60 × 3 90 × 60 × 3 90 × 60 × 3 90 × 60 × 3 0.930

240 1,260 1,450 90 × 90 × 4 90 × 90 × 5 90 × 90 × 5 90 × 60 × 4 90 × 60 × 4 90 × 60 × 4 90 × 60 × 4 1.146 1,510 1,700 90 × 90 × 5 90 × 90 × 5 90 × 90 × 6 90 × 90 × 6 90 × 90 × 4 90 × 90 × 4 90 × 90 × 4 1.363 1,760 1,950 90 × 90 × 5 90 × 90 × 6 90 × 90 × 8 90 × 90 × 8 90 × 90 × 5 90 × 90 × 5 90 × 90 × 5 1.579 dimensions in mm 2,010 2,200 90 × 100 × 8 90 × 100 × 8 90 × 110 × 8 SK SK SK 90 × 100 × 8 1.796

= with arch-action = without arch-action SK = custom bracket including static verification

HK5-S HK5-SV

≥ ar d ≥ ar ≥ ar d ≥ ar x y x y

a V a K c b K b c

HK5-S Single support brackets can be used for precast lintels Each precast lintel is supported by at least 2 support brackets. supporting brick cladding over openings without load transfer Static proof for the precast lintel must be provided by to the sides (vertical joint). a structural engineer or the precast manufacturer. Horizontal and vertical adjustability allow accurate alignment of the lintel.

HK5 Single support bracket types

Distance a Load level allow. FV = 4.0 kN  Load level allow. FV =8.0 kN  Load level allow. FV = 12.0kN  from wall (FRd = 5.4 kN) (FRd = 10.8 kN) (FRd = 16.2 kN) [mm] Length K x Length K x Length K x 40 ± 15 130 150 130 200 130 264 60 ± 15 150 150 150 200 150 264  80 ± 15 170 150 170 200 170 264 115 a 100 ± 15 190 150 190 200 190 264 -S 120 ± 15 210 150 210 200 210 264 140 ± 15 230 175 230 250 230 314 -SV

x 160 ± 15 250 175 250 250 250 314 180 ± 15 270 180 270 270 270 334 200 ± 15 290 200 290 290 290 354 ≤16 K 220 ± 15 310 220 310 310 310 374 240 ± 15 330 240 330 330 330 394 260 ± 15 350 260 350 350 350 414 Dimensions in mm Angle support b × c × s 80 × 80 × 4 80 × 80 × 6 80 × 80 × 8 Notched range d 12.5 16.5 16.5

 other brick dimensions are also possible load range/HK5 Support bracket

HTA - ES: HALFEN Cast-in channel (approved) and HK5 - S Single support bracket

HTA-ES Installation set (order separately) two HALFEN Bolts including nuts and washers

HALFEN Channel HTA . . / . . - ES with loop anchor

HK5 - S Single support bracket

Building authority ar1 approved

db • smallest minimal width of db = 60 mm possible • minimal reinforcement required (no additional reinforcement required) • optional; also available with a centric bolt • optionally available in HCR quality

HTA-ES

Extract from the approval, HALFEN Channel HTA-ES 28/15 HTA-ES 38/17 HTA-ES 49/30 see approval Z-21.4-1989 for complete data Rated resistance for FV = 3.5 kN FV = 7.0 kN FV = 10.5 kN concrete C30/37 (FRd = 4.7 kN) (FRd = 9.5 kN) (FRd = 14.2 kN) db [mm] 60 80 Rated resistance for FV = 4.0 kN FV = 8.0 kN FV = 12.0 kN concrete C40/50 (FRd = 5.4 kN) (FRd = 10.8 kN) (FRd = 16.2 kN) ar1 [mm] 40 50 Installation set: HALFEN Bolt 2 × HS 28/15 - M10 × 30 2 × HS 38/17 - M10 × 30 2 × HS 50/30 - M 12 × 40 including 2 × US M10 (DIN 9021) 2 × US M10 (DIN 9021) 2 × US M12 (DIN 125) nut + washer Stainless steel W 1.4404, 1.4571 (A4) or Material Duplex steel 1.4062, 1.4162, 1.4362 (L4), HCR on request

FSW: Precast lintel bracket with bar – type tested

For all variants; e1 is dependent on b

b [mm] 60 80

e1 [mm] 40 50 HALFEN FSW Bracket with bar

FSW Precast lintel bracket with bar Allowable load per bracket [kN]

e1 FV = 3.5 FV = 2.6 FV = 3.9 FV = 5.1 FV = 5.3 FV = 6.8 (FRd = 4.7) (FRd = 3.5) (FRd = 5.3) (FRd = 6.9) (FRd = 7.2) (FRd = 9.2) b Precast lintel FSW - FSW - FSW - FSW - FSW - FSW - bracket 3.5 - 80 2.6 - 60 3.9 - 60 5.1 - 60 5.3 - 80 6.8 - 80

Angle bracket: W 1.4404 or 1.4571 (A4) Material: Rebar material: B500 or duplex 1.4062, 1.4162, 1.4362 (L4)

KM-U

Ø 200 K 80 60 K b a

KM-UV

h v  K 80 60

Application example; corner of building with HALFEN KM Grout-in brackets KM-P 100 The support brackets are suitable for It may be required to statically verify supporting brick cladding constructed the load transfer from the pressure plate on the face of existing buildings. into the main structure of the building. 300 First, sufficiently deep recesses are Minimum compressive strength of the K core-drilled or cut into the existing brick- existing brickwork must be ≥ 0.5 MN/m2 work. The brackets are then fixed with with a wall thickness ≥ 24 cm. mortar in the recesses. KM-E Only use (group III) cement mortar. Note: The intermediate angle support Larger cladding heights up to approx- brackets are placed between the imately 6 m may be possible if the K brackets. The maximum allowable compressive strength of the supporting height of the brick cladding supported brickwork allows. by the brackets is 3.00 m. Structural calculations are required. Technical support is available from The allowable load of the KM grout-in brackets is; allow. FV = 3.0 kN (FRd = 4.0 kN). HALFEN.

Dimensions; Core-drill-hole Wall spacing K Length rectangular cut and diameter a [mm] [mm] chiselled recess h × b [mm] Ø [mm]  a 20 ± 15 110 110 × 80 110 40 ± 15 130 115 × 85 115 60 ± 15 150 120 × 90 120 80 ± 15 170 125 × 90 125 h 100 ± 15 190 125 × 90 125 K 200 120 ± 15 210 130 × 95 130 140 ± 15 230 140 × 100 140  160 ± 15 250 150 × 120 150  dimensions of the support plates of types KM-U and KM-P; see HK5-U and HK5-P Wall brackets (see page 10–16).  standard dimension v = 60 mm; other dimensions on request.  other brick dimensions are also possible. Note: A structural engineer must be consulted when adding brick cladding to existing buildings to determine if the existing walls and foundations are suitable to support the extra load with a sufficient safety factor. If these are insufficient, the new brick cladding must be supported on separate foundations.

Parapet support brackets HAV 80/...

Flat, reinforced concrete roof slabs Longitudinal movements would result Suitable fixing points for the parapet are subject to exceptional forces from in cracks in the brick cladding if support brackets are HALFEN Channels temperature fluctuations. The resulting attached directly to the roof parapet. cast into the ring beam. longitudinal expansion and contraction This is why it is required to separate Any subsequent movement in the roof of the roof structure are solved with any brick cladding from the parapet. slab does not affect the brick cladding. sliding bearings between the slab and The HAV Parapet support bracket the supporting structure. achieves this purpose. The brick clad- Material: ding is fixed to the parapet support Stainless steel 1.4404 or 1.4571 (A4) bracket using ML Wall tie anchors.

Profile 28/15

Top edge max. + 20 m above ground with Possible move- spacing e ≤ 750 mm; l ment of roof top edge > 20 m with spacing e < 750 mm slab Parapet support bracket type HAV 80

ML Wall tie anchor in stainless steel W 1.4404 or 1.4571 (A4) (see page 33 - 34)

HALFEN Bolt type HS 38/17, M12 × 25 ML Wall tie anchor

0 incl. nut and washer

(order separately) 10 in stainless steel W 1.4404 or 1.4571 (A4) see page 33 - 34 (order separately)

100 HALFEN Channel type HTA 38/17 (order separately)

b Cavity wall ties, see page 24–26 dimensions in mm HAV Wall tie anchor

Length L [mm] Wall spacing With a [mm] wall tie anchor 600 850 1.100 Article name 80 - 110 ML 85

90 - 145 ML 120 HAV 80/600 HAV 80/850 HAV 80/1100 145 - 200 ML 180

Dimension b: 75 75 75 Larger cavity spacings are possible (Type HAV 140/… 600, 850 or 1100) Required number 345 of ML brackets:

Anchored in concrete: Order example: Recommended HALFEN HS 38/17 - M 12 × 25 Channel with HALFEN Bolt separate calculations required type and nut min. cavity space a Length L HALFEN HB Injection HB-VMZ-A-70 - M12-25/115-A4 anchor bolts for cracked (Order no. 0432.380-00062) and non-cracked concrete separate calculations required; HAV - 80 / 1100 order cartridge and accessories separately All dimensions in [mm]

HEA Cavity wall ties

For anchoring in concrete ≥ C 20/25. Building authority approval Z - 21.1 - 910. Material: Stainless steel A4.

The cavity wall tie only requires a 6 or 7 mm diameter, 42 mm deep drilled hole (see table below), resulting in a quick L and simple installation. A durable safe 7 anchorage is ensured with a stainless 40

4 (5) steel plug, building material class A according to DIN 4102; therefore 6 (7) the plugs are also suitable for use in dimensions in [mm] building-components with increased fire resistance requirements.

HEA Cavity wall impact anchors Installation accessories for HEA Cavity wall impact anchors

Article name. Order no. Cavity size a Ø Article name Order no. L/Ø [mm] 0140.010- [mm] [mm]

HEA - 160/4 00001 0 - 45 Stop drill bit 0143.010- HEA - 200/4 00002 45 - 85 Number HEA-BB 4 00001 for HEA - .../4 6 of anchors per HEA - 250/4 00004 85 - 135 metre acc. to HEA-BB 5 00002 for HEA - .../5 7 approval HEA - 300/4 00006 135 - 185 Z-21.1-910 Impact tool 0143.020- HEA - 200/5 00003 45 - 85 HEA-EW 4 00001 for HEA - .../4 4 HEA - 250/5 00005 85 - 135 HEA-EW 5 00002 for HEA - .../5 5 HEA - 300/5 00007 135 - 185

Installation instructions: Vertical section: 1 1. Drill a 6 mm or a 7 mm hole respectively to a depth of 42 mm using a HEA BB4 or HEA BB5 Stop drill bit. HEA - BB Stop drill bit 2. Clean out the hole and insert the pre-fitted expansion 2 sleeve end of the HEA Cavity wall tie into the hole. Drill-hole 42 mm Ø 6 (7) 3. Use the HEA - EW 4 or the HEA - EW 5 Insertion tool to 3 drive the expansion sleeve into the hole until the end of the expansion sleeve is flush with the surface of the concrete. HEA - EW Installation tool 4. Bend the tip of the HEA Cavity wall tie by 90° 4

5. Embed the brick tie in the mortar joint in the brickwork. 5

HPV - L Cavity wall tie for aerated concrete

To anchor facing brickwork to load- 4 bearing aerated concrete brick walls. 85 Material: Stainless steel W 1.4404, 240/280/320 1.4571 (A4) Dimensions in [mm]

HPV - L Cavity wall tie for aerated concrete Number of anchors per m² according to DIN EN 1996-2/NA

Article name Order no. Cavity spacing a Table NA.D.1 and according to DIN EN 1996-1-1 chapter 6.5. L / Ø [mm] 0141.010- [mm]

HPV - L - 240/4 0001 0 - 80 HPV - L - 280/4 0002 80 - 120 HPV - L - 320/4 0003 120 - 160*) 1 *) Cavity spacings ≥ 150 mm are not included in DIN 1996, a separate verification is required.

HPV-L Application tool 2 Article name Order no. HPV - Z1 0143.030-00001 for HPV - L - . . ./4

HPV - Z1 Application tool Installation instructions: used to screw and bend the wall-tie 1. Use a power drill and the application tool to screw the HPV - L Cavity wall tie into aerated concrete brick; it is not necessary to pre-drill the hole. The cavity wall tie self- anchors on reaching the specified screw depth. 3 Top view:

2. Bend the end of the HPV - L Cavity wall tie using the ≥ 50 ≥ 30

application tool. ≥ 25 a 3. Embed the end wall tie in the mortar of the wall joint. vertical section

LSA - F/-FS Cavity wall tie

LSA-F/-FS: For application in masonry (also suitable for thin- LSA-F bed mortar) Building authority approval Z-17.1-888

Material: Stainless steel W 1.4571 (A4) or 1.4362 d

Cavity wall ties LSA - F/-FS L Article name Order no. Cavity spacing a length / d [mm] 0142. [mm] LSA-FS LSA - F - 280/6 120-00001 115 - 135 LSA - F - 300/6 120-00002 135 - 155 LSA - F - 320/6 120-00003 155 - 175 LSA - F - 340/6 120-00004 175 - 195 L LSA - F - 360/6 120-00005 195 - 210 LSA-FS-280-A4 140-00001 up to 130 More information on cavity spacing and the number of anchors LSA-FS-300-A4 140-00002 up to 150 required per m² can be found in approval no. Z-17.1-888. LSA-FS-320-A4 140-00003 up to 170

LSA - DW Cavity wall anchor including 8 × 60 dowel

LSA-DW Cavity wall anchor including dowel Suitable for wall cavities up to 250 mm. Article name Order no. Cavity spacing L / d [mm] 0142.080- [mm] LSA - DW - 180/4 00002 25 - 45 Number of anchors LSA - DW - 210/4 00003 45 - 75

d per m² LSA - DW - 250/4 00004 75 - 115 in accordance with approval LSA - DW - 275/4 00005 115 - 140 = L − 28 mm no. Z-17.1-825 LSA - DW - 300/4 00006 140 - 165 and Z-17.1-1138 For anchorage in solid masonry + concrete LSA - DW - 320/4 00007 165 - 185 LSA - DW - 350/4 00008 185 - 215 Building authority approvals Z-21.2-1009, Z-17.1-825 and LSA - DW - 400/4 00009 215 - 250 Z-17.1-1138. Material: Stainless steel W 1.4404, 1.4571 (A4). Drill-hole diameter: 8 × 65 mm

LSA - L Cavity wall anchor

Building authority approved dowel and stainless steel screw, LSA-L Cavity wall anchor Article name Cavity spacing a Order no. for anchorage in vertical coring brick masonry and cored hole Type L /Ø [mm] [mm] 0142.050- sand-lime brick masonry. LSA - L - 235/4 20 - 150* 00001 L *) Cavity spacings ≥ 150 mm are not included in DIN 1996, Ø a separate verification is required.. Number of anchors per m² according to DIN EN 1996-2/NA Table NA.D.1 and according to DIN EN 1996-1-1 chapter 6.5. ≥ 25

washer hole LSA - L Cavity wall anchor with washer (stainless steel A4) Dowel and screw for LSA - L-235/4 and ISO-Clip (see below) Order no. Article name 0432.010- a DUE-FUR 10×80 SS A4 Nylon-dowel td

00001 = 10mm 0 d Hexagonal-fixing bolt (stainless steel A4) ≥ 25

≥50 ≥30 Impact tool for LSA-.L Order no. Article name 0143.080-

LSZ-E 00001

LSZ Insulation clip ISO-CLIP

LSZ Insulation clip ISO-CLIP for anchor Ø D Order no. Article name Ø [mm] [mm] 0143.050-

LSZ - ISO - Clip 3-6 Insulation clip 3 - 6 60 00002 with drip

LSZ-ISO-CLIP Maxi-F 6 100 00003 Insulation clip

Concrete

Installation to For detailed information please refer to our HALFEN HTA-CE Cast-in channels, catalogue "Technical Product Information see page 28. HALFEN Cast-in channel".

Bonded anchor bolt systems Installation with Installation with HALFEN HB-VMU plus Injection HALFEN HB-V Bonded anchor; anchors; for cracked concrete and only for non-cracked concrete, non-cracked concrete, see page 30. see page 29.

Installation with HALFEN HB-VMZ Injection anchors; Please refer to our catalogue for cracked concrete and "Technical Product Information non-cracked concrete, HALFEN Anchor bolt systems" see page 29, 30.

Mechanical Heavy Duty Anchors

Installation with Installation with HALFEN HB-BZ Wedge anchors; HB-B HALFEN Wedge anchors; for cracked and non-cracked concrete, for non-cracked concrete, see page 31. see page 31.

Special slab fixing

HK-DA Slab anchor for installation with HALFEN HK5 Support bracket to thin slab edges, see page 32.

Masonry

Installation with For detailed information HALFEN HB-VMU plus Injection anchors, please refer to our for masonry, catalogue "Technical see page 32. Product Information HALFEN Anchor bolt systems".

HALFEN Cast-in channels

HTA HALFEN Cast-in channels HALFEN Cast-in channels have pressed all dimensions in mm or welded anchor studs and are ETA approved for application in load-bearing structures: Approval no. ETA - 09/0339.

HALFEN HTA-CE Cast -in channel Foam filler: HALFEN Cast-in channels are foam ≤ 6070 strip filled to stop concrete filling the channel. The foam will also keep the channel free of dirt after striking the HTA HALFEN Cast-in channel formwork. The foam is easily removed short length using a suitable tool (e.g. a standard screwdriver).

Further information can be found in HALFEN Bolt incl. nut (see table below for available bolts) “HALFEN Cast-in channels” Technical Product Information

Application for brick faced façades Recommended HALFEN Channels HALFEN HTA-CE Channel with HALFEN HS Bolt incl. nut Verification is according to EOTA TR 047 in combination with ETA-09/0339 (HALFEN Channels). l HK5 Support brackets Load capacities: See page 10 to 21

4.0 Article name: Article l Torque Order no. Thread (add length in mm) name: [mm] [Nm]

HTA-CE 38/17 - A4 HS 38/17 0161.050-00001 M12 x 72 - A4 25 Fv HTA-CE 40/25 - A4 HS 40/22 0350.070-00007 M12 x 80 - A4 25 8.0 HTA-CE 49/30 - A4 HS 50/30 0161.090-00001 M12 x 87 - A4 25

HTA-CE 40/22P - A4 HS 40/22 0350.070-00013 M16 x 80

HTA-CE 50/30P - A4 - A4 60 12.0 HS 50/30 0161.090-00002 M16 x 87 HTA-CE 54/33 - A4

All anchor elements are stainless steel W 1.4404, 1.4571 (A4)

HALFEN HB-V Bonded anchor bolt – for non-cracked concrete

≥ hmin

HB -V A4 Anchor stud tfix hef = h0

HB -V-P Adhesive capsule

Tinst Ø

European Technical Assessment - Option 8 ETA-07/0257 M8 - M24 Stainless steel Anchor length Drill-hole depth

Anchor HB-V A4 stud HB -V-P Chemical dowels Maximum Min. Article name Order no. Order no. Drill-hole Plug Anchorage clamping component Torque 0433.050- Article name Ø × depth length depth thickness tfix depth 0430.100- [mm] [mm] [mm] hef [mm] hmin [mm] Tinst HB -V-A 10-65/165 A4 00004 12 × 90 165 65 90 120 20 Capsule HB-V-P 10 00002 HB -V-A 12-65/190 A4 00064 14 × 110 190 65 110 140 40 Capsule HB-V-P 12 00003 HB -V-A 16-65/210 A4 00012 18 × 125 210 65 125 160 80 Capsule HB-V-P 16 00005

+20 °C VERBUND ANKER VA ANKER VERBUND

90° 20min

HALFEN HB-VMZ Injection system, for cracked and non-cracked concrete

≥ hmin HB -VMZ-A A4 Anchor stud tﬁ x hef = h0

HB -VMZ 280 ml Cartridge Order no. 0433.040-00100 can be dispensed with a standard silicone dispenser HB -VMZ 420 ml Cartridge Tinst Order no. 0433.040-00101 Ø

Matching dispenser HB-VM-P 345 Profi for 280 ml Cartridge Order no. 0433.040-00078 HB-VM-P 420 Profi for 420 ml Cartridge Anchor length Order no. 0433.040-00080 Drill-hole depth

European Technical Assessment - HB -VM-X Mixing nozzle Option 1 ETA-07/0256 Order no. 0433.040-00039 M8 - M24 Stainless steel

HB-VMZ-A A4 Anchor plug

Article name Order no. Drill-hole Max. clamping Anchor Thread Anchoring Building Torque Ø × depth thickness length depth component T 0432.380- inst tfix hef depth hmin [mm] [mm] [mm] [mm] [mm] [mm] [Nm] HB -VMZ-A 60 M10-60/135 A4 00007 12 × 65 60 135 M10x47 60 100 15 HB -VMZ-A 80 M12-60/160 A4 00096 14 × 85 60 160 M12x56 80 110 25 HB -VMZ-A 100 M12-60/180 A4 00016 14 × 105 60 180 M12x56 100 130 30 HB -VMZ-A 125 M16-60/210 A4 00019 18 × 133 60 210 M16x55 125 170 50

+20 °C

90° 45min

Installing the support brackets with the HALFEN HB-VMU plus Injection system, for cracked and non-cracked concrete

HB -VMU plus 280 ml Cartridge

European Technical Assessment - Order no. 0433.040-00137 Option 1 can be dispensed with a standard silicone dispenser, ETA-16/0691 or HB-VM-P 345 Profi Order no. 0433.040-00078 Stainless steel

≥ hmin

tfix hef = h0 HB -VMU plus 410 ml Cartridge Order no. 0433.040-00136 matching dispenser HB-VM-P 420 Profi Order no. 0433.040-00080

Tinst Ø

HB -VMU-A A4 Anchor rod

HB -VM-X Mixing nozzle Anchor length Order no. 0433.040-00039 Drill-hole depth

HB -VMU A4 Anchor stud Article name Order no. Drill-hole Anchor Max. clamping Anchoring Building Torque 0430.190- Ø × depth length thickness depth component Tinst [Nm] [mm] [mm] tfix [mm] hef [mm] thickness hmin [mm] HB -VMU-A 10-90/190 A4 00008 12 × 90 190 90 90 130 20 HB -VMU-A 12-85/210 A4 00016 14 × 110 210 85 110 160 40 HB-VMU-A 16-60/210 A4 00021 18 x 125 210 60 125 200 60

+20 °C

90° 45min

Fixing HK5 Support brackets with HALFEN HB-BZ Wedge anchor – for cracked and non-cracked concrete ≥ hmin tfix hef HB -BZ A4 Wedge anchor

Tinst Ø

European Technical Assessment - Option 1 ETA-07/0249 Stainless steel Anchor length Drill-hole depth

HB -BZ A4 Wedge anchor Article name Drill-hole Embedment Max. clamping Anchor Thread Anchoring Building Torque Order no. Ø × depth depth thickness length depth component Tinst 0432.040- tfix hef thickness hmin [mm] [mm] [mm] [mm] [mm] [mm] [mm] [Nm] HB-BZ 10-50-70/130 A4 00030 10 × 75 68 50 130 M10x82 60 100 35 HB-BZ 12-50-70/145 A4 00032 12 × 90 80 50 145 M12x86 70 120 50 HB-BZ 16-50-70/170 A4 00034 16 × 110 97 50 170 M16x91 85 140 110

Installation:

90°

Fixing HK5 Support brackets with HALFEN HB-B Wedge anchors – for non-cracked concrete

≥ hmin tfix hef HB -B A4 Wedge anchor

Tinst Ø

European Technical Assessment - Option 7 ETA-07/0247 Stainless steel Anchor length Drill-hole depth

HB -B A4 Wedge anchor Article name Order no. Drill-hole Embedment Max. clamping Anchor Thread Anchoring Building com- Torque Ø × depth depth thickness length depth ponent depth T 0432.060- inst [mm] [mm] tfix [mm] [mm] [mm] hef [mm] hmin [mm] [Nm] HB-B 10-50-56/125 A4 00030 10 × 70 62 50 125 M10 × 80 48 100 25 HB-B 12-65-80/160 A4 00035 12 × 90 81 65 160 M12 × 100 65 130 50 HB-B 16-60-76/180 A4 00020 16 × 95 99 60 180 M16 × 110 82 160 100 Installation:

90°

Fixing the HK5 Support bracket to thin slabs with the HALFEN HB-VMU Injection system

Selection – HK - DA Slab anchors Suitable for load range 4.0 kN Mc a l Load range [kN] Order no. 1 and 8.0 kN (FRd [kN]) 0156.010- [mm] [mm] [mm] 4.0 - L Note: 00001 M10 10 293 ± 10 320 (5.4) • c2 = required edge distance 4.0 - K 00002 M10 10 173 ± 10 200 in according with type test (5.4) report or static calculation 8.0 - L 00005 M12 11 293 ± 10 320 (10.8) 8.0 - K Dowels to HK - DA - 00006 M12 11 173 ± 10 200 (10.8) be ordered separately Included in delivery, notched plate and (hexagonal) nut l a1 M Fixing to concrete slab - C 20/25 c For HK - DA - Load range [kN] 4.0 8.0 Fv (FRd [kN]) (5.4) (10.8) x

HALFEN Injection 60 M10 - 20/95 80 M12 - 25/125 anchor for cracked separate separate and non-cracked calculation calculation 2 concrete required required c

All anchor parts are stainless steel; W 1.4571, 1.4404 (A4) K

Fixing HK5 Support brackets with HALFEN HB-VMU Injection dowels to solid masonry

HB -VMU-A A4 Anchor rod ≥ hmin

tfix hef = h0 HB -VMU plus 280 Cartridge Stainless steel Order-no. 0433.040-00137 suitable for standard silicone dispenser (gun) or HB-VM-P 345 Profi

Order-no. 0433.040-00078 Tinst

Ø HB -VMU plus 410 Cartridge Order-no. 0433.040-00136 matching dispenser HB-VM-P 420 Profi Order-no. 0433.040-00080 Anchor length

HB -VM-X Mixing nozzle Drill-hole depth Order-no. 0433.040-00039

HB -VMU A4 Thread anchor Artikelbezeichnung Order no. Drill-hole Anchor Max. Anchor depth Min. required Torque 0430.190- Ø × depth length clamping range thickness for [mm] tfix component [mm] [mm] [mm] hef [mm] hmin [mm] Tinst HB -VMU-A 10-65/165 A4 00007 12 x 90 165 65 90 130 20 HB -VMU-A 12-85/210 A4 00016 14 x 110 210 85 110 160 40 Allowable loads for tension, shear and diagonal tension for all angle support brackets MZ12/KS12 = 1.7 kN

HALFEN Brick tie systems are economic timber structures or concrete walls and All HTA-CE and HMS profiles have a and proved fixing systems using columns. The brick ties are able to foam filling to prevent concrete ingress. HALFEN ML Brick ties for fixing move vertically in the wall connector The channels are attached to the form- brickwork, in-fill panels, partition walls, channels; this greatly reduces move- work using standard nails. cladding panels (with or without air ment cracks in the brickwork. gap or thermal insulation) to steel or The HALFEN Brick tie anchors are inserted at the recommended intervals Wall connection Facing brickwork connection (static requirements) in the brick wall during construction. The anchors Embedment depth e ad are inserted in the brick tie channels, turned 90°, laid flat between the rows FZ of brick and pressed into the mortar. FZ l The perforations in the anchors Embedment depth e ≥ 50 mm optimise anchorage with the mortar. FQ

ML Brick ties in combination with HALFEN Channels HMS, HTA, HM and HL

HMS 25/15 D

The pre-punched anchors in the HMS HTA-CE 28/15 ML Channels are bent out by hand every 250 mm on-site to ensure safe anchor- ML age in the concrete. l l

HM 28/15 HL 28/15 HM 28/15 welded to steel column. MLQ-D HTA-CE 28/15 HL 28/15 can be alternatively bolted MLQ-E with dowels to concrete. MLQ-D

l l l

BL Brick tie in combination with HALFEN Channel type HTA 38/17 and HM 38/17

HTA-CE 38/17 HTA-CE 38/17 HM 38/17

BLQ-D BLQ-E BL BLQ-D

l l l l

Allowable wall spacing a

Connection two-leaf masonry Length l (l1) [mm] Spacing a [mm]d [mm] Standard l 85 20 - 45 l a d ML 120 40 - 80 115 ML 1 e50mm BL 180 85 - 140 FZ,Ed 1.25 (300) 0 - 80 FQ,Ed l (350) 20 - 95 240 (400) 35 - 115

HALFEN Brickwork anchors are veriﬁ ed in accordance with EN 845-1 for various anchor channels with a minimum embedment l depth of 50mm: Can be used in both directions Double- Characteristic load-bearing capacity (validated preformance) sided F BL ML ML1 Q FZ Diagonally HTA-CE 3.2 2.7 2.5 FZ FZ [KN] b (300) FZ Axial load l1 HMS - 1.6 1.6 FQ Single- FQ FQ [KN] HTA/HMS 2.7 1.5 1.4 sided 25 Shear load b1 (150) F [KN] D 1.0 1.0 0.375 Compression HTA/HMS (BL180) (ML180) (ML1-245) l load

Sliding sleeve ML-G 150 for ML-Anchor, for wall connections Brick ties ML 1 for connections in interior applications Material: Stainless steel W1.4301 A2

ML 1 ML-G 150 1.25mm 30 Type Length l Order no. 150 [mm] 0013.010- l 125 00001 ML1 - 185 00002 Allows movement in the anchor longitudinal direction; this 245 00003 helps to avoid cracking in long sections of brick wall or infill brickwork connected to concrete structures. Material: Soft-PVC Order no. 0134.010-00001

Channels load-bearing capacity with wall tie spacing of ≥ 25 cm Brick tie channel HMS 25/15 D HTA-CE 28/15 HTA-CE 38/17

Centric tension FZ [kN] (FZ,Rd) 1.2 (1.6) 3.0 (4.0) 4.5 (6.1) Transverse stress FQ [kN] (FQ,Rd) 1.5 (2.0) 3.0 (4.0) 4.5 (6.1)

ML 1 Masonry connection BL Masonry connection

HTA-CE 28/15 HTA-CE 38/17 Building authority Building authority approved approved ML 1 BL

1.25 mm

l l

ML/BL Masonry connection

Brick-tie channel Brick-tie anchor 15 HMS 25/15 D MLS 25 L = 2500 mm ML ML1 MLQ - D MLQ - E Standard Double-sided One-sided Diagonal 75 26 × 2 [mm] 25 × 1.25 [mm] 25 × 3 [mm] 25 × 3 [mm] 22 × 3 [mm]

15 HTA-CE 28/15  Length l Length l Length l Length l Length l1

28 Type Type Type Type Type L = 1050 mm [mm] [mm] [mm] [mm] [mm]  48 L = 6070 mm ML - 85 ML 1 - 125 MLQ-D - 85 MLQ-E - 85 MLS - 300

15 HL 28/15 ML - 120 ML 1 - 185 MLQ-D - 120 MLQ-E - 120 MLS - 350 28 L = 6070 mm

ML - 180 ML 1 - 245 MLQ-D - 180 MLQ-E - 180 MLS - 400

HTA-CE 38/17 Material:  BL BLQ - D BLQ - E L = 1050 mm Standard Double-sided One-sided FV = Steel S235JR, L = 6070 mm hot-dip galvanised 17 30 × 2 [mm] 30 × 3 [mm] 30 × 3 [mm] SV = Steel DX51D + Z275,

38 Length l TypeT Length l Length l Sendzimir galvanised [mm] TypeT TypeTypT e [mm] [mm] A4 = Stainless steel 50 (74) BL - 85 BLQ-D - 85 BLQ-E - 85 1.4571/1.4404 A2 = Stainless steel 1.4301 BL - 120 BLQ-D - 120 BLQ-E - 120

BL - 180 BLQ-D - 180 BLQ-E - 180  Other lengths: Available on request

Firewall connection according to DIN 4102-4 : 2016-05

Solid masonry fire walls Anchor spacings Definition, DIN regulations Statically required connections of load HALFEN Brick tie anchors can be used HALFEN Cast-in channel bearing, room-enclosing, masonry walls at any position along the whole length  Insulation layer: can also be designed as fire walls in of the brick tie channel. Generally the According to DIN 4102-4 section accordance DIN 4102-4 section 9.8.4 standard spacing between the anchors 9.2.14 insulation layers in connec- using HALFEN Brick tie channels. is 250 mm (4 anchors per metre). ting joint gaps must, “[...] be made The anchorage to adjacent compo- of non-flammable mineral fibre; nents (steel reinforced concrete sup- have a melting point ≥ 1000°C ports or walls) meet the requirements as stated in DIN 4102-17; and have for stability and fire resistance if the a gross density of ≥ 30 kg/m³“ and anchorage conforms to the standards must not smoulder. set in DIN 4102-4 section 9.8.4 (figure  Masonry: 9.13, variant 2). Bricks (gross density class) and minimum wall thickness according to DIN EN 1996-1-2: 2011-04.  Masonry connection (vertically adjustable)  Expansion joint  Concrete Product information

HALFEN Cast-in Brick tie anchor channel Connection of a load bearing masonry wall for standard grout for thin mortar Type  as a firewall according to DIN 4102-4 section 9.8.4 (figure 9.13) or according to HMS 25/15 D ML ML 1 DIN EN 1996-1-2: 2011-04 (figure E.4B) HTA 28/15 ML ML 1 HTA 38/17 BL –

Dimensioning support brackets for brick cladding d = 11.5 cm with = 18 kN/m²

Single support bracket Single support bracket Single support bracket e.g. HK5 - U Support bracket e.g. HK5 - U e.g. HK5 - P with intermediate angle brackets Load range ee ee

Allow. F H V FV FV FV

Allow. FV [kN] Load height H e = 250 mm e = 500 mm e = 500 mm e = 750 mm e = 1000 mm per bracket [m] (FV,d [kN]) FV [kN] (FV,d [kN]) FV [kN] (FV,d [kN]) FV [kN] (FV,d [kN]) 12 6.2 (8.4) 11 5.7 (7.7) 11.4 (15.4) 11.4 (15.4) 10 5.2 (7.0) 10.4 (14.0) 10.4 (14.0) 9 4.7 (6.3) 9.3 (12.6) 9.3 (12.6) 8 4.1 (5.6) 8.3 (11.2) 8.3 (11.2) 12.0 (16.2) 7 3.6 (4.9) 7.2 (9.8) 7.2 (9.8) 10.9 (14.7) 6 3.1 (4.2) 6.2 (8.4) 6.2 (8.4) 9.3 (12.6) 5 2.6 (3.5) 5.2 (7.0) 5.2 (7.0) 7.8 (10.5) 10.4 (14.0) 4 2.1 (2.8) 4.1 (5.6) 4.1 (5.5) 6.2 (8.4) 8.3 (11.2) 3 1.6 (2.1) 3.1 (4.2) 3.1 (4.2) 4.7 (6.3) 6.2 (8.4) 8.0 (10.8) 2 1.0 (1.4) 2.1 (2.8) 2.1 (2.8) 3.1 (4.2) 4.1 (5.6) 1 0.5 (0.7) 1.0 (1.4) 1.0 (1.4) 1.6 (2.1) 2.1 (2.8) 4.0 (5.4)

Example: Load height H = 5.0 m; support with standard support brackets; HK5 - U with angle bracket, e = 750 mm → FV = 7.8 kN → selected support bracket for load group 8.0 kN

Load groups 4.0 8.0 12.0

Calculation

3. Calculating the acting load RZ 1. Load calculation zmin = x + ΔY - 10 - 20 [mm] H = load height [m] → HK5 - adjustability = ± 20 mm  = brickwork factor [kN/m³] Tension/compression load Z = - D a = cavity dimension [mm] max Z = FV × b / zmin b = a + d + tolerance [mm] 2 (Zd = FV,d × b / zmin) tolerance = 15 mm ² d = brick thickness [m] Resulting load RZ =Z² +FV e = spacing of HK5 support brackets [m]

FV = vertical loading per fixing point

FV = H × e × d ×  [kN] Z Loading height H  FV = H × e × 2.07 for  = 18 kN/ m³ RZ g and d = 0.115 m min FV z (FV,d = 1.35 · FV) ΔY

2. Selecting a HK5 Support bracket 10 20 Note: Refer to the approval for the selected Max. FV = load level, results in  x fixing method for calculation. (see tables; HK5 support brackets, approx. 25 mm [mm] page 10–21)

HK - AW Compensation shims

Compensation shims For aligning the HK5 Support brackets Order no. t Article name vertically (compensating for construc- 0156.020- [mm] tion tolerances). HK - AW - 3 00001 3

HK - AW - 6 00002 6 t

HK-AW Compensation shims

HK - AL Compensation shims

For depth adjustments, particularly for Compensation shims HK5-F and -FV Angle support brackets. Order no. t Article name 0156.030- [mm] Note: Take the following into Ø 13 HK - AL - 3 00001 3 account when using HK-AL Compensation shims: Ø 11 • cantilever K increase t • increased bending moment HK-AL Compensation shims

Tender text example

Single support bracket HALFEN HK5-U Support bracket, to support brick facing masonry, made from stainless steel, corrosion resistance class III according to approval Z-30.3-6 and according to approval EN 1993-1-4: 2006, table A.1, section 3; optimised thermal properties, height adjustable ±20 mm, type tested with general building authority approval for the bracket head, with CE marking,

Type HK5-U-LS-K with U = Standard single support bracket, LS = Load groups [kN] ...... (4,0 / 8,0 / 12,0), K = bracket cantilever length [mm] ...... (130 / 150 / 170 / 190 / 210 / 230 / 250 / 270 / 290 / 310 / 330 / 350) for a wall spacing of (K - 90 mm) ± 15 mm, or similar; deliver and install according to manufacturers instructions. Fixing system not included.

Fixing to HALFEN Channels Fixing with dowels

Notched U-bracket Notched U-bracket Dowel (e.g. VA: HALFEN threaded rod U-plate Cast-in channel U-plate + glue cartridge) Washer Washer Nut Nut

Slotted-plate with, Slotted-plate HALFEN Bolt

1. Check the HALFEN Cast-in channel is properly installed. 1. Install the dowel according to the approval. 2. Assemble the support bracket, the HALFEN Bolt, slotted 2. Place the slotted plate and the support bracket on to plate, U-plate, washer and nut as illustrated. Insert the the threaded rod using the U-plate, washer and nut as head of the bolt horizontally into the HALFEN Channel, illustrated. then turn to the right and tighten the nut by hand. 3. Adjust the height of the support bracket. A notch in The notch at the shaft-end of the bolt has to be vertical. the U-bracket must be resting on the slotted plate; 3. Adjust the height of the support bracket. A notch in the if necessary, tap the bracket lightly with a hammer until U-bracket must be resting on the slotted plate; if neces- contact is made. Use a torque spanner to tighten the nut. sary, tap the bracket lightly with a hammer until contact Note: Only use suitable, approved dowels in cracked concrete is made. Use a torque spanner to tighten the nut. (e.g. HALFEN Injection anchors).

Adjustment and tightening

Rough height adjustment: Exact height adjustment:

Bracket Select a suitable Move the moves up notch for initial slotted plate + 20 mm adjustment. sideways for − 20 mm fine adjustment of the HK5 Support bracket. Slotted plate

Bracket HK5 Support moves down bracket Tightening: Notes for on-site handling After height adjustment, use a torque spanner to tighten the nut with the required torque in accordance with the values 1. Remove the packaging straps as soon as possible after shown in the table below. delivery to the construction site to avoid rust stains on Required torque the stainless steel. Method of fastening: [Nm] for thread: 2. All stainless steel parts must be immediately rinsed M10 M12 M16 thoroughly with water if they have come into HALFEN Bolt HS 15 25 60 contact with acidic solutions, as sometimes used for HALFEN Bonded anchor V 20 40 80 cleaning brickwork. HALFEN strongly advises against HALFEN Injection anchor VMZ 15 25/30  50 using hydrochloric acid based products. HALFEN Injection anchor VMU 20 40 60 HALFEN Bolt-anchor BZ 35 50 110  see page 29–30

HALFEN SUPPORT BRACKETS Bearing on the support brackets The outer skin may protrude a maximum Brick cladding in accordance with DIN EN of 15 mm from their load bearing support. 1996 • for 115 mm thick brick skin g) In accordance with the general building Excerpt from DIN EN 1996-2/NA, Issue approval the facing wall must be secured 2012-01 with stainless steel wire ties or with (non-offical translation) 115 115 anchors in stainless steel in accordance with DIN EN 845-1; the application of NA.D Cavity wall construction which is regulated by a general building NA.D.1 General directives for execution approval. The wire wall ties must be of […] the shape and size as shown in picture (4) The following points need to be observed

NA.D.1 with: H ≤ 12 m when designing a non-load-bearing outer H ≤ 2 storeys skin (brick cladding or plastered masonry - vertical spacing: max. 500 mm; leaf) to front a load-bearing structure - horizontal spacing: max. 750 mm; 25 90 38 80 wall. - cavity between the walls : max. 150 mm; a) Only the thickness of the main structural - diameter: 4 mm; Full bearing width 2/3 bearing width wall is to be used for veriﬁ cation. - minimum mortar class IIa; - minimum number of anchors: If the outer skin is not higher than 2 b) The minimum thickness of the outer skin is see table NA.D.1; if nothing else is storeys or it is supported every two 90 mm. Thinner outer skins are called clad- regulated in a general building authority storeys, it may protrude beyond the ding and their construction is detailed in approval DIN 18 515. The minimum length of brick support by up to 38 mm. piers in the outer skin that have to support Table NA.D.1 – Minimum number ntmin of loads only from the outer skin is 240 mm. wire ties per m2 façade (wind zones acc. to The outer skin must be supported for its DIN EN 1991-1-4/NA) full width and length. Where the support • for brickwork skins ≥ 90 mm is interrupted (e.g. on brackets), all bricks/ building windzone windzone 4 windzone 4 to < 115 mm thick blocks must be supported on both sides at height 1 to 3 coast of North North Sea windzone 4 Sea and Baltic islands the level of the support. […] on shore Sea including islands ≥ 90 mm up to < 115 mm a d) Outer skins with a thickness of 115 mm h ≤ 10 m 7 78 10 m ≤ h ≤ 7b 89 should be supported in vertical intervals 18 m of about 12 m. They may project up to 18 m ≤ h ≤ 78c 25 mm beyond their load bearing support. 25 m a) in windzone 1 and 2 inland zone: 5 anchors/m² If the 115 mm thick outer skin is not b) in windzone 1: 5 anchors/m² £ higher than two floors or it is supported c) if one side length of the building is smaller than h/4: H 6,00 m 9 anchors/m² every two floors, it may project up to width of bearing Ab 38 mm from its bearing. These projections £15 Ab ≥75 ≤ 95 [mm] have to be taken into account when calcu- On all free edges (of openings, building lating the compression in the load bearing corners, along expansion joints and along the top edges of the outer leaves), three wire support. […] Layout of cavity wall ties wall ties per linear metre of edge must be e) Outer skins with a thickness of t ≥ 105 mm fitted in addition to table NA.D.1. […] and t < 115 mm must not be built to a height of more than 25 m above ground While taking their structural effectiveness into level and have to be supported in vertical account, the wire wall ties must be designed intervals of about 6 m. On buildings with to ensure they do not conduct moisture from two full floors, a triangle gable up to a the outer skin to the inner main structure (e.g.

height of 4 m can be included without ad- by fitting a drip disc), see picture NA.D.1). 25 ditional supports. These exterior skin may […]

protrude a maximum of 15 mm from the 25 load bearing support. […] NA.D.2 Ventilation gap

(1) The following must be maintained: 25 f) Outer skins with a thickness of t ≥ 90 mm a) If a ventilation gap is planned in the and t < 105 mm must not be built to a 75 height of more than 20 m above ground cavity, it should be at least 60 mm. level and have to be supported in vertical The air gap may be reduced to 40 mm intervals of about 6 m. On buildings with if all excess mortar protruding into the • number of ties in the area of wall two full storeys, a gable triangle up to a cavity is removed. […] 7 ties/m2 height of 4 m can be included without additional supports. For the joints of the • 3 additional ties have to be fitted next facing surface, smooth pointing is required to openings, expansion joints, near (no separate pointing). edges and per linear metre of edge

Expansion joints at corners Horizontal and vertical expansion joints

VFVE

VE VE Symmetrical corner layout L LR with expansion joints R

VE VE

VE VE VE VE VE HE 4.00

≤ R ½ L

Direction of movement HE

Direction of movement VE ½ LR ≤ 4.00

Fulcrum 1/2 L LR HE = horizontal expansion joint ≤ 4.0 m R 1/2 m ≤ 4.0 VE = vertical expansion joint Vertical expansion joint Horizontal expansion joint under support brackets Recomm. spacing of expansion joints

1 56 Maximum spacing of With air With core expansion joints L [m] gap and insulation 2 R for cavity wall with insulation 3 facing leaf  in standard clay bricks 10 - 12 10 - 12

40-50mm 4 calcium silicate blocks 6 - 8 5 - 6 4 2 3 1 5 concrete module blocks 6 - 8 5 - 6

12-20mm 20 mm (min. 15 mm)

Example; detail of expansion joint,  joint compressed  elastoplastic joint sealing compound recommendation from the  joint expanded  HALFEN HK5 Support brackets German Society for Masonry Construction  closed-cell foam profile  as recommended by the brick/lime-stone (Deutsche Gesellschaft für Mauerwerksbau).  bonding primer industry and the concrete industry

Natural stone façades

Natural stone offers numerous advantages when used for designing façades. It is a durable, low maintenance material that improves the building’s sound insulation.

These are only a few of the advantages of designing a façade using natural stone. Natural stone façades are usually designed and constructed as ventilated curtain-wall façades.

HALFEN Natural stone fixing systems are the optimal solution when planning a ventilated curtain façade.

Further information in our catalogue: HALFEN Natural stone support systems

Concrete façades

Innovative production methods in precast concrete plants and new self-compacting concretes allow contemporary surface textures. Therefore, high quality, economical Suspended façade slab as well as functional, good quality precast-concrete components are possible. These façade components are secured to the load-bearing structure of the building as separate, thin façade elements. Parapet element Following distinctions in construction type are made:

Corner slab

Further information in our catalogue: HALFEN Concrete façade anchor systems

Paserelle Simone de Beauvoir, France

FIXING SYSTEMS, FRAMING SYSTEMS AND ACCESSORIES

HTA HZA HTA-CS HGB - HMS - HTU Cast-In DEMU HALFEN Framing Channels HALFEN Framing System/ Cast-In Channels DYNAGRIP Cast-In Curved Solutions Balustrade Fixings Brick Tie Channels Channels Fixing anchors and HALFEN Bolts Accessories Channels Channels

REINFORCEMENT SYSTEMS

HBS-05 MBT HBT HDB HIT HBB HTT/HTF HCC HSC Screw Connections Reinforcement Couplers Rebend Connections Shear Rails Insulated Connections bi-Trapez-Box ® Impact Sound Insulation Column Shoes Stud Connectors Elements

LIFTING SYSTEMS, CONCRETE PRECAST SYSTEMS, NATURAL STONE SYSTEMS, BRICKWORK SUPPORT SYSTEMS, ROD SYSTEMS

DEHA KKT DEHA HD-Socket FRIMEDA TPA FPA FA UMA SUK HK5 DETAN Spherical Head Lifting Anchor Lifting Anchor Façade Flat Anchors Body Anchors Grout-In Anchors Sub Structures Brickwork Tension Lifting Anchors System System Panel Anchors Support System Rod System DEHA HA Socket Anchors CONTACT HALFEN WORLDWIDE HALFEN is represented by subsidiaries in the following countries, please contact us!

Austria HALFEN Gesellschaft m.b.H. Phone: +43 - 1 - 259 6770 Leonard-Bernstein-Str. 10 E-Mail: [email protected] 1220 Wien Internet: www.halfen.at Belgium / Luxembourg HALFEN N.V. Phone: +32 - 3 - 658 07 20 Fax: +32 - 3 - 658 15 33 Borkelstraat 131 E-Mail: [email protected] 2900 Schoten Internet: www.halfen.be China HALFEN Construction Accessories Distribution Co.Ltd. Phone: +86 - 10 5907 3200 Fax: +86 - 10 5907 3218 Room 601 Tower D, Vantone Centre E-Mail: [email protected] No. A6 Chao Yang Men Wai Street Internet: www.halfen.cn Chaoyang District Beijing · P.R. China 100020 Czech Republic HALFEN s.r.o. Phone: +420 - 311 - 690 060 Fax: +420 - 235 - 314 308 Business Center Šafránkova E-Mail: [email protected] Šafránkova 1238/1 Internet: www.halfen.cz 155 00 Praha 5 France HALFEN S.A.S. Phone: +33 - 1 - 445231 00 Fax: +33 - 1 - 445231 52 18, rue Goubet E-Mail: [email protected] 75019 Paris Internet: www.halfen.fr Germany HALFEN Vertriebsgesellschaft mbH Phone: +49 - 2173 - 970 - 0 Fax: +49 - 2173 - 970 225 Liebigstr. 14 E-Mail: [email protected] 40764 Langenfeld Internet: www.halfen.de Italy HALFEN S.r.l. Soc. Unipersonale Phone: +39 - 035 - 0760711 Fax: +39 - 035 - 0760799 Via F.lli Bronzetti N° 28 E-Mail: [email protected] 24124 Bergamo Internet: www.halfen.it Netherlands HALFEN b.v. Phone: +31 - 74-267 14 49 Fax: +31 - 74-267 26 59 Oostermaat 3 E-Mail: [email protected] 7623 CS Borne Internet: www.halfen.nl Norway HALFEN AS Phone: +47 - 51 82 34 00 Postboks 2080 E-Mail: [email protected] 4095 Stavanger Internet: www.halfen.no Poland HALFEN Sp. z o.o. Phone: +48 - 61 - 622 14 14 Fax: +48 - 61 - 622 14 15 Ul. Obornicka 287 E-Mail: [email protected] 60-691 Poznan Internet: www.halfen.pl Spain HALFEN IBERICA, S.L. Phone: +34 916 669 181 Fax: +34 916 669 661 Polígono Industrial Santa Ana c/ Ignacio Zuloaga 20 E-Mail: [email protected] 28522 Rivas-Vaciamadrid Internet: www.halfen.es Sweden Halfen AB Phone: +46 - 31 - 98 58 00 Fax: +46 - 31 - 98 58 01 Vädursgatan 5 E-Mail: [email protected] 412 50 Göteborg Internet: www.halfen.se Switzerland HALFEN Swiss AG Phone: +41 - 44 - 849 78 78 Fax: +41 - 44 - 849 78 79 Hertistrasse 25 E-Mail: [email protected] 8304 Wallisellen Internet: www.halfen.ch United Kingdom / HALFEN Ltd. Phone: +44 - 1582 - 47 03 00 Fax: +44 - 1582 - 47 03 04 Ireland A1/A2 Portland Close E-Mail: [email protected] Houghton Regis LU5 5AW Internet: www.halfen.co.uk United States of America HALFEN USA Inc. Phone: +1 800.423.91 40 Fax: +1 877.683.4910 PO Box 18687 E-Mail: [email protected] San Antonio TX 78218 Internet: www.halfenusa.com

For countries not listed HALFEN International GmbH Phone: +49 - 2173 - 970 - 0 Fax: +49 - 2173 - 970 - 849 HALFEN International Liebigstr. 14 E-Mail: [email protected] 40764 Langenfeld / Germany Internet: www.halfen.com

NOTES REGARDING THIS CATALOGUE Technical and design changes reserved. The information in this publication is based on state-of-the-art technology at the time of publication. We reserve the right to make technical and design changes at any time. HALFEN GmbH shall not accept liability for the accuracy of the information in this publication or for any printing errors.

The HALFEN GmbH subsidiaries in Germany, France, the Netherlands, Austria, Poland, Switzerland and the Czech Republic are Quality Management certified according to ISO 9001:2015, Certificate no. 202384-2016-AQ-GER-DAkkS.

For further information please contact: www.halfen.com